In order to check the capacity of existing bridges to heavier traffic
and for proper design of new bridges, bridge engineers require improve
d analytical techniques which consider bridge-vehicle interaction. Thi
s paper treats the development of such an interaction model incorporat
ing the dynamic effects of moving vehicles. The bridge superstructure
is idealised as a two-dimensional grillage, while the three-dimensiona
l vehicle model has 7 degrees-of-freedom and is capable of accommodati
ng both roll and pitch. The proposed system enables the bridge to be e
xcited by an asymmetric forcing action. The entire procedure for the i
nteraction of the bridge-vehicle system is implemented as an anlytical
computer package, able to investigate the influences of various param
eters which contribute to the behaviour of a bridge-vehicle system. (C
) 1997 Elsevier Science Ltd.